CN208347078U - High strength glass curtain skeleton structure - Google Patents
High strength glass curtain skeleton structure Download PDFInfo
- Publication number
- CN208347078U CN208347078U CN201820515361.3U CN201820515361U CN208347078U CN 208347078 U CN208347078 U CN 208347078U CN 201820515361 U CN201820515361 U CN 201820515361U CN 208347078 U CN208347078 U CN 208347078U
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- China
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- abutment sleeve
- locating rod
- card slot
- limited block
- crossbeam
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Abstract
The utility model discloses high strength glass curtain skeleton structure, connector includes installation base plate, and the installation base plate is equipped with abutment sleeve, and abutment sleeve is fixed on building walls by installation base plate；The abutment sleeve, which is located on the side wall of upper axial end, symmetrically offers twice card slot, and the extending direction of card slot and the axis direction of abutment sleeve are parallel, and the axial ends of crossbeam is equipped with locating rod, and the axial line of locating rod is overlapped with the axial line of crossbeam；Locating rod is connect by being embedded in card slot with abutment sleeve, and the free end of locating rod protrudes into abutment sleeve；It is convexly equipped with limited block on the axial ends end face of vertical beam, is fixed in the axial ends mouth of the limited block insertion abutment sleeve, and the free end for protruding into the locating rod in abutment sleeve is pressed abd fixed between two limited blocks up and down.The utility model is conducive to simplify program, the quick positioning of keel installation and fixed operation, reduces security risk.
Description
Technical field
The utility model relates to building fields, and in particular to a kind of high strength glass curtain skeleton structure.
Background technique
Full glass curtain wall refers to the glass curtain wall being made of Glass Rib and glass, in some heavy constructions, can usually use
Full glass curtain wall.Existing curtain skeleton device is the tightness for guaranteeing connection, generally use welding and increase fastener etc.
Connection type, so as to cause the complexity of connection structure, while the problem of will also result in long construction period.
At this stage using glass as the curtain wall construction of finishing material, processing, the installation of keel be all be threadedly coupled at the scene,
What welding carried out.The several major defects of this mode are: long construction period, the restraining factors by on-site actual situations are too many；Scene
Be threadedly coupled, welding installation not can guarantee construction quality, worker in high altitude operation, it cannot be guaranteed that column and main body, column with
The connection and welding quality of crossbeam.
Utility model content
The technical problem to be solved by the utility model is to existing keel assembly is threadedly coupled and is welded using a large amount of
Operation is connect, long-term high altitude operation is complicated for operation, and there are security risk, the utility model provides the high intensity to solve the above problems
Glass curtain wall keel structure, conducive to the quick positioning of keel installation and fixed operation.
The utility model is achieved through the following technical solutions:
High strength glass curtain skeleton structure, including connector, vertical beam and crossbeam, the vertical beam and crossbeam pass through connection
Part connection, the connector includes installation base plate, and the installation base plate is equipped with abutment sleeve, and abutment sleeve passes through installation base plate
It is fixed on building walls；The abutment sleeve, which is located on the side wall of upper axial end, symmetrically offers twice card slot, card slot
Extending direction is parallel with the axis direction of abutment sleeve, and the axial ends of crossbeam is equipped with locating rod, the axial line of locating rod with
The axial line of crossbeam is overlapped；Locating rod is connect by being embedded in card slot with abutment sleeve, and the free end of locating rod protrudes into positioning
In sleeve；Limited block, the axial ends mouth of the limited block insertion abutment sleeve are convexly equipped on the axial ends end face of vertical beam
Interior fixation, and the free end for protruding into the locating rod in abutment sleeve is pressed abd fixed between two limited blocks up and down.
Utility model works principle are as follows: abutment sleeve is first fixed on building walls by installation base plate when installation
On, then the limited block of a wherein vertical beam is fixed by the insertion of abutment sleeve axial direction bottom nozzle again, then again by two
The locating rod of crossbeam is corresponding to be ridden upon on abutment sleeve by the card slot slide-in of abutment sleeve two sides, finally again by the limit of a vertical beam
Position block is inserted by abutment sleeve axial direction top ports, to protrude into abutment sleeve two locating rod free ends are compacted solid
It is scheduled between two limited blocks up and down, limits crossbeam moving along vertical beam axial direction；Simultaneously because the axial ends of crossbeam is logical
It crosses locating rod to be fastened on the abutment sleeve of two sides, therefore directly limits the movement of crossbeam transversely.Structure is simple, operation side
Just, it eliminates many and is bolted and welds operation, conducive to the quick positioning of keel installation and fixed operation, it is hidden to reduce safety
Suffer from.
Preferably, the vertical beam and crossbeam are the hollow square tubular structure of sealing two ends.
Vertical beam and crossbeam are made using hollow rectangular tubular structure, conducive to the weight for reducing vertical beam and the entire body of crossbeam.
Preferably, the limited block is entity structure, and the side wall of limited block is equipped with threaded locating hole, the side of abutment sleeve
Wall is equipped with the through-hole being adapted to the threaded locating hole, is screwed in threaded locating hole by the adaptation of through-hole described in bolt-through
Realization vertical beam is fixedly connected with abutment sleeve.
Vertical beam is mainly inserted into abutment sleeve by limited block and is fixed, then is bolted to connection limited block and is determined
Position tube-in-tube structure, limits the laterally or vertically offset movement of vertical beam.
Preferably, installation through-hole is offered in the plate face of the installation base plate, it is logical by installation described in installation bolt-through
Installation base plate is fixed on building walls by hole；The lateral wall of abutment sleeve and the plate face of installation base plate are welded to connect.
Installation base plate is fixed on building walls by installing bolt, it is easy to operate.
Preferably, the free end of the locating rod is additionally provided with limit plate, the board direction and locating rod of the limit plate
Axis direction it is vertical, and limit plate abutment sleeve length in the radial direction be greater than card slot width of rebate；Positioning sleeve
After card sets locating rod in symmetrical card slot on cylinder, corresponding two limit plate free ends plate face parallel contact is contained in positioning sleeve
In cylinder.
By the way that limit plate structure is arranged on gag lever post, since limit plate is big in the length in the radial direction of abutment sleeve
In the width of rebate of card slot, therefore, limit plate directly limits the movement of crossbeam transverse shifting, prevents crossbeam from skidding off disengaging along card slot
Abutment sleeve.
Preferably, it is equipped with rubber seal bed course on the lateral wall of the locating rod and on the inner plate surface of limit plate, positioned
Rubber seal bed course on bar lateral wall is pressed into contact with the cooperation of card slot internal wall transitions, the rubber seal bed course on limit plate inner wall
Internal wall transitions cooperation with abutment sleeve where card slot is pressed into contact with.
By the way that rubber seal bed course structure is arranged on locating rod lateral wall and limit plate inner plate surface, each compressing parts are consolidated
After fixed, the sealed connection of contact surface is realized by the elastic restoring force of rubber seal bed course, is played good windproof, anti-
Water, heat preservation, deadening.
Preferably, positioning pin is also convexly equipped in the free end end face of the limited block, limit plate is equipped with and the positioning
Sell the location hole of transition fit adaptation.
Positioning pin on limited block is adapted to the location hole on limit plate, is mainly used for limiting the transverse shifting of crossbeam.
Preferably, rubber seal is arranged with outside the limited block, after limited block is inserted into abutment sleeve, the axis of abutment sleeve
It is pressed into contact between port and the end face of vertical beam by rubber seal transition fit.
Rubber seal is set and is mainly used as sealing effect to vertical beam and abutment sleeve connecting portion.
The utility model has the following advantages and benefits:
1, utility model works principle are as follows: abutment sleeve is first fixed on building walls by installation base plate when installation
On, then the limited block of a wherein vertical beam is fixed by the insertion of abutment sleeve axial direction bottom nozzle again, then again by two
The locating rod of crossbeam is corresponding to be ridden upon on abutment sleeve by the card slot slide-in of abutment sleeve two sides, finally again by the limit of a vertical beam
Position block is inserted by abutment sleeve axial direction top ports, to protrude into abutment sleeve two locating rod free ends are compacted solid
It is scheduled between two limited blocks up and down, limits crossbeam moving along vertical beam axial direction；Simultaneously because the axial ends of crossbeam is logical
It crosses locating rod to be fastened on the abutment sleeve of two sides, therefore directly limits the movement of crossbeam transversely.Structure is simple, operation side
Just, it eliminates many and is bolted and welds operation, conducive to the quick positioning of keel installation and fixed operation, it is hidden to reduce safety
Suffer from；
2, the utility model on gag lever post by being arranged limit plate structure, since limit plate is in the radial direction side of abutment sleeve
Upward length is greater than the width of rebate of card slot, and therefore, limit plate directly limits the movement of crossbeam transverse shifting, prevents crossbeam edge
Card slot skids off disengaging abutment sleeve；
3, the utility model, will by the way that rubber seal bed course structure is arranged on locating rod lateral wall and limit plate inner plate surface
After each compressing parts are fixed, the sealed connection of contact surface is realized by the elastic restoring force of rubber seal bed course, is played good
Radix saposhnikoviae well, waterproof, heat preservation, deadening.
Detailed description of the invention
Attached drawing described herein is used to provide to further understand the utility model embodiment, constitutes the one of the application
Part does not constitute the restriction to the utility model embodiment.In the accompanying drawings:
Fig. 1 is the connection cross section structure schematic diagram of the utility model；
Fig. 2 is the coupling part schematic perspective view of the utility model.
Label and corresponding parts title in attached drawing: 1- connector, 2- vertical beam, 3- crossbeam, 4- installation base plate, 5- positioning
Sleeve, 6- card slot, 7- locating rod, 8- limited block, 9- threaded locating hole, 10- through-hole, 11- installation through-hole, 12- limit plate, 13-
Bolt, 14- positioning pin, 15- location hole.
Specific embodiment
For the purpose of this utility model, technical solution and advantage is more clearly understood, below with reference to embodiment and attached drawing,
The utility model is described in further detail, and the exemplary embodiment and its explanation of the utility model are only used for explaining this
Utility model is not intended to limit the scope of the present invention.
Embodiment 1
High strength glass curtain skeleton structure, including connector 1, vertical beam 2 and crossbeam 3, the vertical beam 2 and crossbeam 3 are logical
The connection of connector 1 is crossed, the connector 1 includes installation base plate 4, and the installation base plate 4 is equipped with abutment sleeve 5, abutment sleeve
5 are fixed on building walls by installation base plate 4；The abutment sleeve 5, which is located on the side wall of upper axial end, symmetrically to be offered
The extending direction of twice card slot 6, card slot 6 is parallel with the axis direction of abutment sleeve 5, and the axial ends of crossbeam 3 is equipped with positioning
The axial line of bar 7, locating rod 7 is overlapped with the axial line of crossbeam 3；Locating rod 7 is connect by being embedded in card slot 6 with abutment sleeve 5,
And the free end of locating rod 7 protrudes into abutment sleeve 5；Limited block 8 is convexly equipped on the axial ends end face of vertical beam 2, it is described
Limited block 8 is inserted into the axial ends mouth of abutment sleeve 5 and fixes, and protrudes into the free end quilt of the locating rod 7 in abutment sleeve 5
It is pressed abd fixed between two limited blocks 8 up and down.
Embodiment 2
It is further improved on the basis of embodiment 1, the vertical beam 2 and crossbeam 3 are the hollow square pipe of sealing two ends
Shape structure.The limited block 8 is entity structure, and the side wall of limited block 8 is equipped with threaded locating hole 9, on the side wall of abutment sleeve 5
Equipped with the through-hole 10 being adapted to the threaded locating hole 9, it is screwed on by bolt 13 through the through-hole 10 adaptation and is positioned into screw thread
The interior realization vertical beam 2 in hole 9 is fixedly connected with abutment sleeve 5.
Embodiment 3
It is further improved on the basis of embodiment 2, offers installation through-hole 11 in the plate face of the installation base plate 4, led to
It crosses installation through-hole 11 described in installation bolt-through installation base plate 4 is fixed on building walls；The lateral wall of abutment sleeve 5 with
The plate face of installation base plate 4 is welded to connect.
Embodiment 4
It is further improved on the basis of embodiment 3, the free end of the locating rod 7 is additionally provided with limit plate 12, described
The board direction of limit plate 12 is vertical with the axis direction of locating rod 7, and limit plate 12 abutment sleeve 5 in the radial direction
Length is greater than the width of rebate of card slot 6；After card sets locating rod 7 in symmetrical card slot 6 on abutment sleeve 5, corresponding two limits
Position 12 free end plate face parallel contact of plate is contained in abutment sleeve 5.
Embodiment 5
It is further improved on the basis of embodiment 4, on the lateral wall of the locating rod 7 and on the inner plate surface of limit plate 12
It is equipped with rubber seal bed course, the rubber seal bed course on 7 lateral wall of locating rod is pressed into contact with the cooperation of 6 internal wall transitions of card slot,
Rubber seal bed course and the internal wall transitions cooperation of 6 place abutment sleeve 5 of card slot on 12 inner wall of limit plate are pressed into contact with.The limit
Positioning pin 14 is also convexly equipped in the free end end face of position block 8, limit plate 12 is equipped with and is adapted to 14 transition fit of positioning pin
Location hole 15.Rubber seal, after limited block 8 is inserted into abutment sleeve 5, the axis of abutment sleeve 5 are arranged with outside the limited block 8
It is pressed into contact between port and the end face of vertical beam 2 by rubber seal transition fit.
Above-described specific embodiment, to the purpose of this utility model, technical scheme and beneficial effects carried out into
One step is described in detail, it should be understood that being not used to limit the foregoing is merely specific embodiment of the present utility model
Determine the protection scope of the utility model, within the spirit and principle of the utility model, any modification for being made equally is replaced
It changes, improve, should be included within the scope of protection of this utility model.
Claims (8)
1. high strength glass curtain skeleton structure, including connector (1), vertical beam (2) and crossbeam (3), the vertical beam (2) and crossbeam
(3) it is connected by connector (1), which is characterized in that the connector (1) includes installation base plate (4), the installation base plate
(4) abutment sleeve (5) are equipped with, abutment sleeve (5) is fixed on building walls by installation base plate (4)；The positioning sleeve
Cylinder (5), which is located on the side wall of upper axial end, symmetrically to be offered twice card slot (6), the extending direction of card slot (6) and abutment sleeve (5)
Axis direction it is parallel, the axial ends of crossbeam (3) is equipped with locating rod (7), the axial line of locating rod (7) and crossbeam (3)
Axial line is overlapped；Locating rod (7) is connect by being embedded in card slot (6) with abutment sleeve (5), and the free end of locating rod (7) is stretched
Enter in abutment sleeve (5)；It is convexly equipped on the axial ends end face of vertical beam (2) limited block (8), limited block (8) insertion is fixed
It is fixed in the axial ends mouth of position sleeve (5), and the free end of the locating rod (7) protruded into abutment sleeve (5) is compacted admittedly
It is scheduled between two limited blocks (8) up and down.
2. high strength glass curtain skeleton structure according to claim 1, which is characterized in that the vertical beam (2) and crossbeam
(3) be sealing two ends hollow square tubular structure.
3. high strength glass curtain skeleton structure according to claim 2, which is characterized in that the limited block (8) is real
The side wall of body structure, limited block (8) is equipped with threaded locating hole (9), and the side wall of abutment sleeve (5) is equipped with fixed with the screw thread
The through-hole (10) that position hole (9) is adapted to is screwed in threaded locating hole (9) in fact by bolt (13) through the through-hole (10) adaptation
Existing vertical beam (2) are fixedly connected with abutment sleeve (5).
4. high strength glass curtain skeleton structure according to claim 1, which is characterized in that the installation base plate (4)
Installation through-hole (11) are offered in plate face, are fixed on installation base plate (4) by installation through-hole (11) described in installation bolt-through
On building walls；The lateral wall of abutment sleeve (5) and the plate face of installation base plate (4) are welded to connect.
5. high strength glass curtain skeleton structure according to claim 1, which is characterized in that the locating rod (7) from
It is additionally provided with limit plate (12) by end, the board direction of the limit plate (12) is vertical with the axis direction of locating rod (7), and limits
Position plate (12) is greater than the width of rebate of card slot (6) in the length in the radial direction of abutment sleeve (5)；Abutment sleeve (5) on pair
After card sets locating rod (7) in the card slot (6) of title, corresponding two limit plates (12) free end plate face parallel contact is contained in fixed
In position sleeve (5).
6. high strength glass curtain skeleton structure according to claim 5, which is characterized in that outside the locating rod (7)
Rubber seal bed course, the rubber gasket on locating rod (7) lateral wall are equipped on side wall and on the inner plate surface of limit plate (12)
Layer is pressed into contact with the cooperation of card slot (6) internal wall transitions, fixed where the rubber seal bed course on limit plate (12) inner wall and card slot (6)
The internal wall transitions cooperation of position sleeve (5) is pressed into contact with.
7. high strength glass curtain skeleton structure according to claim 5, which is characterized in that the limited block (8) from
By being also convexly equipped with positioning pin (14) on the end face of end, limit plate (12) is equipped with to be determined with what the positioning pin (14) transition fit was adapted to
Position hole (15).
8. high strength glass curtain skeleton structure according to claim 1, which is characterized in that limited block (8) housing
Equipped with rubber seal, after limited block (8) is inserted into abutment sleeve (5), the axial port of abutment sleeve (5) and the end of vertical beam (2)
It is pressed into contact between face by rubber seal transition fit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820515361.3U CN208347078U (en) | 2018-04-11 | 2018-04-11 | High strength glass curtain skeleton structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820515361.3U CN208347078U (en) | 2018-04-11 | 2018-04-11 | High strength glass curtain skeleton structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208347078U true CN208347078U (en) | 2019-01-08 |
Family
ID=64884632
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820515361.3U Active CN208347078U (en) | 2018-04-11 | 2018-04-11 | High strength glass curtain skeleton structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208347078U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111636601A (en) * | 2020-06-11 | 2020-09-08 | 王文霞 | Suspension type curtain wall |
| CN112160472A (en) * | 2020-10-12 | 2021-01-01 | 深圳市中装建设集团股份有限公司 | Photovoltaic curtain wall framework and connecting method |
-
2018
- 2018-04-11 CN CN201820515361.3U patent/CN208347078U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111636601A (en) * | 2020-06-11 | 2020-09-08 | 王文霞 | Suspension type curtain wall |
| CN112160472A (en) * | 2020-10-12 | 2021-01-01 | 深圳市中装建设集团股份有限公司 | Photovoltaic curtain wall framework and connecting method |
| CN112160472B (en) * | 2020-10-12 | 2021-12-14 | 深圳市中装建设集团股份有限公司 | Photovoltaic curtain wall framework and connecting method |
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